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LATERAL. BRACING NOTES GENERAL STRUCTURAL NOTES GENERAL. STRUCTURAL NOTES seal:
<br /> THIS MODEL HAS BEEN ENGINEERED TO RE515T FOUNDATIONDE516N 15 BANS
<br /> SED ON 2015 MINNESOTA RESIDENTIAL CODE
<br /> LATERAL FORGES RESULTING FROM: •(2012 INTERNATIONAL RE51DWAL GODW.
<br /> 115 MPH WIND SPEED,EXP.B •WOOD FRAME BN6INMRIN6 15 BASED ON NDS,'NATIONAL DE516N
<br /> (ASCE 1-10 WIND MAP,PER MRG R301.211) •FOOTING DB16N-2p00 P5F A LOHANCE SOIL BEARIN5 PRESSURE SPECIFICATION FOR WOOD CONSTRICTION'-LATEST EDITION
<br /> 15 A55UMFD.B)ILDER/CONTRACTOR MUST VERIFY. •DE5516N LOADS,
<br /> R15K GAT,2 4 SEISMIC GAT.A/B. •MINIMUM 26 DAY COMPRESSIVE 5TRE STH OF CONCRETE ©: r�gr:NULdFRN a KUIY
<br /> ROOF SNOW=35 PSF(50 PSF GROUND° y M65E`.>)
<br /> 10 MPH WIND IN 2015 MRG MAP FOOT'"s 5p00�" LIVE=20 PSF
<br /> •FOOTiN65 MAY BE P(I.RED WITH 3,000 psi CONCRETE IF DEAD=7 PSF TL, 10 PSF BL.
<br /> APPROVED ADMIXTII�IS USED TO AGWEVE A WATER AND LOAD DURATION FACTOR=1.15
<br /> ENGINEERED DE516N WAS COMPLETED PER VAPOR RESISTANCE EQUIVALENT TO 5OW psi CONCRETE a
<br /> 2012 IBC(SECTION IbOW 4 ASCE 1-10, FLOOR LIVE=40 P5F(30 PSF a ELEEPIN6 AREAS) g
<br /> J� S
<br /> •ALL CONCRETE EXPOSED TO THE MATHS R SHALL NOT HAVE LESS DEAD=IO P5F TL,5 P5F B.C.(TR155E5)
<br /> AS PERMITTED BY 8301.1.3 OF THE 2015 MRG. m _
<br /> AGGORDIN61LY,THI5 MODEL,AS DOCUMENTED THAN 5%OR MORE THAN T%AIR ENTRAINMENT. ADDU 10 PSF o CERAMIC TILE
<br /> AND DETAILED HEREWITHIN,15 ADEQUATE TO •BASEMENT FOIWATION WALL DFSI&N BAS®ON WOR a'HEk9Hf, Y Im
<br /> LATERAL SEE LATERAL BRA'1145,NOTES
<br /> RE515T THE CODE REQUIRED LATERAL A5 NOTED ON PLANS.TALLER VATS MUST BE BN61NffiRID. m
<br /> FORGES,AND DOES NOT NEED TO CONFORM •ALL FOUNDATION WALL OPENINGS SHALL NAVE(2)15 BARS AROUND SOIL 2,000 PSF ASSUMED ALLICKABLE BEARING +a
<br /> TO THE PRESCRIPTIVE PROVISIONS OF 8602.10. ALL SIDES,TOP,AND BOTTOM OF OPENING(WERE APPLICABLE). PRESSURE(TO BE VERIFIED BY BUILDER) Z Sri 8
<br /> REINFORCEMENT SHALL EXTEND 12'PAST EDGE OF OPENING IN
<br /> STANDARD EXTERLOIR WALL SHEATHING EACH DIRECTION, GENERAL FRAMING
<br /> SPECIFICATIONS •TYPICAL REINFORCkMENT DETAILS:LAP ALL REBAR 24'MIN;BEND W O/
<br /> BARS AND LAP AT CORNERS;PROVIDE 6'HOOK INTO SUPPORTING •RB$2 TO ERG FA5TENN6 SGFiEvIAE TABLE R6O230)FOR ALL
<br /> •y2° FIBERBOARD SHEATHING: FOOTINGS NEN FOOTINGS INTER5ECT;PROVIDE 3'MINIMUM COVER COWT06,TYP.UND. J c
<br /> PASTIEN SH EATHlls W Ed NAa5 OR b 60,K'LONG STAPLES• AT THE BOTTOM BARS AND 1 1/2'CLOVER AT THE SIDES. •ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING MINIMUM m g
<br /> 5'os.SAT ALL PANEL W65 ND 6'—IN THE PANEL PELD. Z)IN6,BY DIMENSIONS,UONZ):2rE
<br /> BASEMENT WALLS SHALL BE BRACED,PRIOR To BA T-ILL
<br /> ALL HEATHING SHEET PANEL EDGES SHALL OVER Y1ALL m
<br /> ERAM1N5 r+El-ieERs OR 2x HORIZONTAL eLocKIN6gw SHALL BE EITHER ADEQUATE TEMPORARY BRAGINb OR INSTALLATION OF bd NAILS: 214'LONG,0131'O SHANK,PAL HEAD
<br /> PROVIDED TO 5UYORT PANEL E06E AND FA5TENER5. FIRST FLOOR DECK. IOd NAILS: 3'LONG,0131'0 5HANIK,PILL HEAD
<br /> •ALL FOOTIN65 SHALL BEAR BELON FR05T LINE. CONSULT SOILS 12d NALS: 3Y4lLONG,OL31'0 SHAW.,P)LL HEAD -
<br /> O5B 5HEATHIN6Ibd NAILS: 3Y2'LONG,0.131'0 SHAKY FULL HEAD
<br /> RE NOTED ON PLANS) R8'ORT/LOCAL MUNICIPALITY FOR MINIMUM DEPTH BROW GRADE.
<br /> •FOOTINGS AND SLA05 ON 6RADE SHALL BEAR ON VIR61N 501L OR
<br /> 6 •EXT.1 INT.BEARING OVALIS SHALL BE 2x4 OR 266(AS SHiOYN ON
<br /> %6 05B OR /(s2'PLYWOOD: `15%COMPACTED FILL.
<br /> ONLY AT LOCATION5 INDICATED ON PLAN5-SHEATHE WALL 5HoKN PIANS)a I6'OL.SPF SILO'GRADE CLIMBER,OR BETTER,UND.
<br /> WITH h°055. FASTEN 51-,EATRN6 A5 NOTED BELOW.ALL 5HEATHIN6 •PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB •WALLS OVER 12'TAI SHALL BE PER PLAN
<br /> SHEET PANEL EOGE5 5HALL OCCUR 0v[-Tz WALL FRAMING MEMEII EPI AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY •ALL 2x6 AND LAR6BR HEADERS,BEAMS/OTHER STRUCTURAL
<br /> OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO 5,FFORT
<br /> PANEL ED6E AND FA5TENER5 TO DEVELOP. M3•BBRS SHALL BE HELI-FIR e2(HF)LUMBER,OR BETTER. MWP M�number.
<br /> •R-FASTEN SHEATHING W NM NALS•6'Of-AT PAHB 976£5 SAW CUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE 1 67-16016
<br /> AND I2.OL.AT OE NTBt ALTEII 6 GA K•LONS STARES DEPTH OF THE 5LAB/1'FOR A 4'5LAB) ALL NON-BEARING INTERIOR STUD OVALIS SHAT BE CONSTRUCTED
<br /> •5'OL.AT PAIR 8766 AND 6'OL.IN THE PMEL FELD. JOINTS SHALL BE LOCATED o 10'-0'OL.(REcoM tEDED 1 OR NTH 2x 5TW'6RADE MEMBERS SPACED o 24'OL.MAX,UND)
<br /> •P5-FASTEN SHEAT INS W bd NAILS•3'04.AT PAIR EOCES 151-0104.MAXIKLMU •HEADERS IN NON-LOAD BEARING WALLS 5HALL BE: K*d m9D J S B
<br /> AD I2.O.C.AT CBMX 5TAPLE5 ARE NOT PERMITTED IN JOINT GRID PATTERN SHHAl-L BE AS CLOSE TO SQUARES AS (112x4/6 PAT o OPMN65 UP TO 4',(2)2x4/(,FLAT LP TO V.
<br /> AREA5 DESIGNATED A5.05B 5H EATHING-P3' drawn by: BJ D
<br /> POSSIBLE 0:1 RATIO),NTH A MAXIMUM OF 1:15 RATIO ALL FRAMING LII•BER SHALT_BE DRIED TO IS%MG(}9-�). issue date,.GOMEGTiON 5PEGIFlGATiONL5 •FASTEN 2x4/6 SILL PLATES TO FIND NTH A MINIMUM OF 2 ANCHORS 01-13-17
<br /> NOTE,Od NAL•r x 01%'GIM NAL PER PLATE,12'MAX.FROM PLATE EDS.PROVIDE 1/2'DIA.ANCHOR 'EN&INEE2ED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br /> .DIST TO SOLE RATE M)Kd TOENAILS BOLTS WT'MIN.E4BIa)E IN COW,FN I (AT:)4'DIA x b'LON5 'Fb=2325 psi; N-310 psi; E-13x10"6 psi REVISIONS:
<br /> 50LE RATE To.DISTAWIS W NAIS•4'— SIMPSON TH 750600E TITS N HD CONCRETE SGREN ANCHORS) LVL'-Fb=2600 psi; FY--265 psi; E-2DxI0"6 psi
<br /> sTlb i0 SOLE RATE heN
<br /> 110d roAlS -5ff'2015 BAFF'f TOP OF FOUNDATION WALL SUPPORT GUIDE'FOR •EN51Nffi2FD LUMBER MAY BE SOLID OR MMULTIPLEFLYS OF BUILT-IIP date: initial:
<br /> TO.OR SOLE RATE TO 5W bbod NAILS SPACING AND ADDU CLIPS REQUIRED MATERIAL,NTH TOTAL HUM To MATCH SIZE INDICATED ON
<br /> MH TO TOP RATE I0d TOEI•W oc. FRAMING PLANS. FASTENIN5 OF MULTIPLE P-Y5 5HALL ADHERE TO
<br /> dx'6.EI JOISTS TO TOP RATE_ MW TOENAILS •ALL LUMBER EXPOSED TO MATHHEt OR IN CONTACT W PERIMETER THE MANIFACT 111 SPECIFICATIONS.DEPTH OF ALL MULTIPLE
<br /> RAPieRARW TO TOP RATE SEE ROOF PRAMNG NOTES FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE 02.
<br /> POBLE 51W 10d NAIS•Ze— MOVERS SHALL BE AS INDICATED ON FRAMING PANE.
<br /> POUME TOP PLATE Kid NALS•2,e ac. •BUILDER TO VERIFY CORROSION-RESISTANCE COMPATIBILITY OF •FACE KAIL MULTI-PLY 2x BEAMS/HEADERS W/3-ROH5 OF 10d
<br /> DOLeLE TO'RATE LAP SPLICE 1111 NAILS IN LIPPED APEA HUVZDPIA;M/FASTENERS IN CONTACT W PRESERVATIVE-TREATED NAILS o 12'OL.STA66ERED. APPLY NALIN5 FROM BOTH FACES e
<br /> TOP PLATE LAP•5,01414 00d NAILS WOOD.CONTACT LUMBER i HARDWARE 51,1PPLER5 TO COORD. 3-PLY OR 6RFATE R. UTILIZE 2 ROM OF NAILS FOR 2x6 4 2x8.
<br /> MiERSECTIN5 KILLS
<br /> BOLT u+HEADER 101 NAILS•IV—ANLNG •FOCTIN65 AND 5LA65 ON 6RADE 5HALL BEAR ON VIR61N SOIL OR •ALL HEADERS 5HALL BE SUPPORTED BY 0)1x JPLK STUD N)Wx
<br /> EA.MW cb%COMPACTED FILL- KING STA,MINIMUM. w
<br /> NOTES: 'PROVIDE CONTROL-JOINTS AT ALL INSIDE CORNERS OF 5LA13 -TINE NIIMBER OF 5T1D5 SPECIFIED AT A SUPPORT INDICATES THE J
<br /> NR6E R OF JACK STUDS REQUIRED,UND..
<br /> ED6E5,AND OTHER LOCATIONS WHERE SLAG CRACKS ARE LIKELY x
<br /> 1. LATERAL ANALrsIs AswNEs sTuv SPACING.I6'o.�. TO DEVELOP. LLl
<br /> •PROVIDE 501JD BLACKING IN FLOOR SYSTEM 11N0B2 ALL POSTS w
<br /> z. ALL 5HEAR WALLS 5HALL HAVE DOUBLE TOP P.ATE5 SAW GUT OR TOOLED JOINT DE"m SHALL BEY4 OF THE DB'TH CONTINUOUS TO RDIBFARIN6. BLOCKIN6 To MATCH POST ABOVE. LAI
<br /> EA5TENEO TOGETHER�/I2d AT W 04.U5E(12)12d AT OF TIE SLAB 0'FOR A 4'SLAB)
<br /> EACH LAP SPLICE.(6)EACH 51DE OF JOINT.(TYP.U N O) JOINTS 5HALL BE LOCATED o 10'-0'OC.(IMCOM ENDED)OR l �p ,1/- /�� Q
<br /> 3. ALL INTERIOR SHEAR WALL5 AND EXTERIOR WA-L5 ARE 15'-0'OL.MI'1)AXIMFLOOR 1 IYaMII V ~ 7-
<br /> SHEATHED ABOVE AND BEL.ON OPENING5. JOINT 6RID PATTERN SHALL BE AS CLOSE TO SQUARES AS �
<br /> POSSIBLE 0:1 RATIO),NTH A MAXIMUM OF 1:15 RATIO >
<br /> INDICATES LOCATION AND EXTENT OF •TRUSSES 5HALL BE DE%6NlED BY MANUF.TO MST OR EXCEED
<br /> �INDICATESL LOCATION
<br /> NANDREQUIRES TENTSHEO IHfi •DIMENSIONS BY OTHERS,BUILDER TO VERIFY. •x Hs-HNr sn LAW LIVE LOAD DEFLEr N CRITERIA AND SHALL RLN D
<br /> AND/OR FA5TBNIN6 5PECFICATION.5 CONTINUOUS OVER SU'PORTS WH62EVfR P0551BLE.
<br /> BEYOND THAT OF STANDARD 001,15TRUGTION •ALL META-HIAN6E2.5 5HALL BE SPECIFIED BY TRUSS
<br /> MARIFAcTURER,
<br /> UNLESS OTHERKSE NOTED.
<br /> INDICATES HOLDO N BELCH GARAGE SLAB •TF465 SHOP DRAYNIN65 SHALL BE SUBMITTED TO ARGHITEGT AND
<br /> EN61NEER FOR REVIEV AND APPROVAL PRIOR TO FABRICATION OR
<br /> 3Y2'GONG.SLAB ON 4'MIN. DELIVERY.
<br /> 6RAN)LAR FILL ON c5% •FLOOR SHEATHRN6 sHALL BE% OR%,CONFORMING To P52-04,
<br /> COMPACTED FILLMR&IN 501L 24-OL,EXPOSURE I,TONGUE AND 6ROOVE EDI FASTEN
<br /> 9EATHN6 TO FRAMING MEMBERS VU 6LUE AND 10d COMMON NAILS
<br /> a 6'OL.o PANEL ED6E5/o 12'OC.o INTERMEDIATE 51,PPORTS
<br /> PORCH SLAB oL 106 ALONG 5 o4'OC.o PANE-ED6E5 I o 12' W
<br /> 3 1/2'GONG.SLAB ON 4'MIN. •ALL FLU5H COiAECTIONS 5HALL 13E GOMNBCTED NTH HANI 0 INTERIME]DIATE SUPPORTS. O
<br /> 6RANULAR FILL ON 95% APPROPRIATE FOR MIEMBER SIZE.U.N.O. -7
<br /> COMPACTED FILLMRGIN SOIL ROOF FRAMING Z
<br /> 5LAB ON GRADE •BAY NNDOM/5HED ROOFS NP TO 6 5PAW CAN BE 2x4 OR 2xb Z
<br /> 3 1/2'GONG,SLAB ON b MIL RAFTERS/CEILING JOISTS o 16/24.OL.
<br /> BARRIER ON 4'MIN. •ROOF SHHFATI-0N6 SHALL BE T(6'OR III APA RATED SHEATHING
<br /> VAPOR AR FILL ON M% 24/16 EXPOSURE I(OR APPROVED EQUAL). FASTEN TO FRAMING Lo
<br /> 68AN 13
<br /> COMPACTED FILL L ON c1 SOIL MEMBERS HV 6 6AUNG 6E CM2'LOSTAPLES O 4'OL.o PANE L -�
<br /> t96E5 1 e 12'OL.a INTERMEDIATE SUPPORTS OR 6d COMMON f—' �� 0
<br /> NAILS o 6'OL.a PANG EDI 1 o 12'OL.IN FIELD
<br /> 0.,
<br /> •FASTEN EACH ROOF TF465 TO TOP PLATE IN 5IW50N HI25T CLIP = 00 Q
<br /> PR0�5IONAL PLAN CERTIFICATION �vC E� (OR APPROVED EUA.)o ALL BEARING POINTS. PROVIDE(2)H125T IV W LEI
<br /> CLIPS AT 2-FLY 61RDER TRS E5,(%H25T GLIP5 AT 3-PLY LL z
<br /> I HEREBY CERTIFY THAT THI5 PLAN, 61RDBR TRUSSES I ROOF BEAMS-AT ALL BEARIN&POINTS. I—: z
<br /> 5PEGIFI6ATION,OR REPORT WA5 PREPARED 3Y ME OR ® INTERIOR BEARING HALL •META-HWNI SHALL BE SPECIFIED BY THE MANUFACTURER,UND. �I
<br /> UNDER MY DIRECT SUPERVISION AND THAT I AM DULYBEAM/LEADER
<br /> • c-_-_-_� BEARINb WALL ABOVE •ROOF TR156 SHOP llWFf SNIL
<br /> ABE SUBMITTED TO ARLHH 1 ENG.
<br /> OF THE STAATE OF
<br /> LICENSED TE OF MINI AL ENGINEER UNDER THE LAWS FOR REVIE•L AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br /> • --.—
<br /> •
<br /> ERECT AND INSTAL ROOF TRU.£♦•5 PER WTGA/TPIS BG51 I-08 sheeE
<br /> r --1FRILING 'GUIDE To 6000 PRACTICE FOR HADLIN6,IN5TAIIN6 i BRACING
<br /> NA
<br /> 5IOTtRE. NAMF.JAMES G. • I�_:::::.�I EXTENT OF OVE2FRAMING
<br /> — --- OF METAL PLATE CONNECTED WOOD TIa>55r5.'
<br /> DATE 0 l 2/. REE.NO.szO3e J L METAL HAWSER •SUPPORT PORCH I SHORT SPAN ROOF TRI55E5 W2x4 LEDI M
<br /> FA5TENED TO FRAMN6 W(2)IOd NAILS o Ib'OL.IUP TO I'SPAN).
<br />
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